8. Pile Capacity Calculations A 30" diameter friction pile which has a 24' length in contact with bedrock which has an allowable skin friction value of 800 pounds per square foot can withstand a design load of approximately: A. 151 Kips B. 48 Kips C. 164 pounds D. 1,810 Kips

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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8. Pile Capacity Calculations
A 30" diameter friction pile which has a 24' length in contact with bedrock which has an
allowable skin friction value of 800 pounds per square foot can withstand a design load of
approximately:
A. 151 Kips
B. 48 Kips
C. 164 pounds
D. 1,810 Kips
Transcribed Image Text:8. Pile Capacity Calculations A 30" diameter friction pile which has a 24' length in contact with bedrock which has an allowable skin friction value of 800 pounds per square foot can withstand a design load of approximately: A. 151 Kips B. 48 Kips C. 164 pounds D. 1,810 Kips
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